2006-148 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL, DESCRIPTION
1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RLELA TIVE TO CONSTR UCTION ACTIVITIES 1 . THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA IS 25% LOTS 19 & 20 IN BLOCK 25 OF CARDIFF, IN THE
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES) . CITY OF SAN DIEGO,
COUNTY OF SAN DIEGO,
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT
STATE OF CALIFORNIA, ACCORDING TO MAP
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2. THE MAXIMUM VERTICAL
DEPTH OF CUT IS 11 . 7 FT AND THE MAXIMUM THEREOF N0. 1O FILED NOVEMBER 14, 1910
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
VERTICAL HEIGHT OF FILL IS 2. 4 FT IN THE RECORDER'S OFFICE OF SAN DIEGO
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CQUTNY, CALIFORNIA.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO 3. A. ) AVERAGE DEPTH = VOLUME OF CUT (C. F. ) = 4. 3 '
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF
CUT AREA OF CUT (S. F. )
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A.P.N:
261-082-19
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 0. 8 '
2. THE SOILS REPORT TITLED "LIMITED RESIDENTIAL VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS OF
FILL AREA OF FILL (S. F. ) SITE ADDRESS,
INVESTIGATION AND EVALUATION NEW RESIDENTIAL
DEVELOPMENT TO BE LOCATED AT 2274 EDINBURG OF COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
'
AVENUE, COMMUNITY OF CARDIFF BY THE SEA, 2274 EDINBURG AVE
ENCINITAS, CALIFORNIA " PREPARED BY ENGINEERING EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL T R S CERTIFICATE
CARDIFF, CA 92007
DESIGN GROUP, DATED FEBRUARY 27, 2006. ALL GRADING A . SEWERS - CSD 633-2770 NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED
STEEL
SHALL BE DONE IN ACCORDANCE WITH THE PANELS/PLATES. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO O
RIPERMITTEE
RECOMMENDATIONS AND SPECIFICATIONS B. GAS & ELECTRIC - SDG&E (800) 422°4133 - DIG ALERT CONSTRUCTION VEHICLES THESE PLANS.
ANTONIO & TRACEY GRAYEB
CONTAINED IN SAID REPORT. C. WATER - SOWD (800) 422-4133 - DIG ALERT SAL MENDOZA
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT
I5 FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 1879 AZUL VISTA
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING,
VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR SAN MARCOS, CA 92078
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. ADDITIONS TO THESE
PLANS WHICH THE CITY ENGINEER DETERMINES
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN E. CABLE TV - COX (800) 422-4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE
FOR THE PROPER COMPLETION OF
CONJUNCTION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 EROSION CONTROL THE IMPROVEMENTS. ESTI
MATED EARTHWORK QUANTITIES
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL MUST BE PROVIDED FOR
ALL EROSIVE SURFACES. SLOPED 590 CUBIC YARDS EXCAVATION (CUT)
GRADING. PHONE. (760) 633-2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING I HEREBY CERTIFY THAT A
REGISTERED SOILS ENGINEER OR 20 CUBIC YARDS EMBANKMENT (FILL)
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR OVER
ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION 670 CUBIC YARDS EXPORT
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. INSPECTION. PHONE. (760) 633-2770. ALL WORK PERFORMED AND STABILITY
OF THE SITE. # ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED
DURING WET WEATHER. TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REJECTION AND REMOVAL . REQUIRED BY SITE CONDITIONS
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE � � 2 O � �
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SOILS ENGINEER'S CERTIFICATE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. NTONIO GRAYEB DATE
ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER I, 4OA/ E• K�sT A REGISTERED CIVIL ENGINEER IN THE STATE OF 2274 EDINBURG
AVENUE
OR A LICENSED LAND SURVEYOR. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY
NECESSARY. LARGE CARDI , CA 92007 EARTHWORK QUANTITIES ARE ESTIMATED FOR
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL PER
MIT PURPOSES ONLY. (CALCULA TED DNA
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY OF THE NATURAL
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS .2 (� THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE DIRECTION BETWEEN THE DATES FErSLLa?y ANOSO!rJ lOAG ONE COMPLETE UNNECESSARILY,° THEY HELP DECREASE
EROSION. - - DUE TO SHRINKAGE OR SWELL FACTORS) .
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY ACEY GRAYS
DATE
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST BE PLANTED
ON SLOPES OR WHERE CONSTRUCTION 2274 EDINBUR A NUE REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
REGULATIONS. ENGINEER, FURTHERMORE, I IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL CARDIFF, CA 92007
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
HAVE REVIEWED 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) GRADING PLANS AND REPORTYFOP THISEPROJECT HAVE BE HIELD ANDEBIND
PLANTING ANNUAL AND PERENNIAL GRASSES TO � 7 / / 2 n D/^ AND RECOMPACTION DEPTHS.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE BEEN INCORPORAT GRADING PLANS AND SPECIFICATIONS. v/'l 11 [J
Y/
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND SACVADOR MENDOZA
DATE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SIGNED: �• GRADING ACTIVITIES ARE COMPLETE. 2274 EDINBURG AVENUE
9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RCE NO. : (05122 p�OFESS RG�I WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
CARDIFF, CA 92007 LEGEND
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE e` \' E. s'
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE: �y T < ON-SITE CONSTRUCTION MATERIAL STORAGE
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING & No. =' PROPERTY BOUNDARY -
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ENGINEERING DESIGN GROUP u STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT SEEPAGE
ADVANCE BY CALLING (760) 633-2770. 2121 MONTIEL ROAD * EXP• ®13o/200j AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL PROPOSED SETBACKS - - -
SAN MARCOS, CA 92069 Uf STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT a
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY C'lvo4 �f FOR ALL FUEL STORED ON-SITE. PROPOSED
CONTOURS 255
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ENG JOB# 063842-1 �C C, °,'r" �`
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 760-839-7307 - ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
EXISTING CONTOURS
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER IG�60nMPtT
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING SAN DIEGUITO WATER DISTRICT FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
�o z��m EXISTING EASEMENT - - - -OPERATION. WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT o OP
1 . REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER AT ALL TIMES. 9�L PV PROPOSED
BUILDING FOOTPRINT
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION Ptn
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND EXISTING
SEWER CLEANOUT
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 148-G zv PFiEO
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I. E. , CONTRACTORS' EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF C�Eg(E EXISTING SDG&E BOX
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS
AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES H
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE WORKING
ON SITE. THE PROPERTY N,` EXISTING OVERHEAD ELECTRIC LINE
SUCH GRADING OPERATION. SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
¢ y (FOR NEIGHBORING HOUSE)
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. a y< ' SITE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED BY SAN DIEGUITO WATER DISTRICT.
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT WASTE MANAGEMENT EXISTING EDGE OF PAVEMENT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR
AND BACKFIL.LS AND COMPACTION OF TRENCHES. HE SHALL ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE CENTERLINE -
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE METERS, VALVES, VALVE BOXES, ETC. ) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE EXISTING WATER MAIN
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WATER AGENCIES ' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
�7�T7mv A p
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE VICIN 1 l
MA EXISTING SEWER MAIN
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE UPGRADED TO CURRENT STANDARDS AT THE OWNER 'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL BE
DISCHARGED INTO STORMWATER. NTS
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN STORM RUNOFF. DUMPSTERS SHALL
BE CHECKED FREQUENTLY FOR LEAKS. PROPOSED 4" SEWER LATERAL PER SDRSD S-13 n
THEIR INTENDED USE. PARALLELING WATER SERVICES. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
P YnM
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH STATEMENT OF ENGINEER OF WORK
PROPOSED 1" WATER SERVICE PER WAS WS-09 n
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL.
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID VA UL TS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER LIMITS OF WORK/GRADING
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AND ALL OTHER TRAVELED WAYS, WATER METERS MUST BE IN VEGETATION CAN BE RECYCLED. NON-RECYCLABLE
MATERIALS MUST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS CUT/FILL LINE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN FRONT OF THE PARCEL THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE.
FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
INSTALLED. INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC ENTITY PROPOSED RIP RAP ENERGY DISSIPATOR D-40
WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS FOP THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF
14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. ENCINITAS OF
THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NOTES AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR
THE PLANS
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND DRAI
NAGE DIRECTION
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY -'
1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
AND EMPLOYEES
ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO RECYCLING RECEPTACLES AROUND THE SITE. FROM PROPERTY DAMAGE OR BODILY INJURY
ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED DRIVEWAY WIDENING
LOOSE FILL
SURFACE UPON WHICH THE FILL IS TO BE PLACED. WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ERRORS, OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING
OUT OF
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE PROPOSED CONCRETE CURB PER SDRSD G-1
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS THE WORK PERFORMED BY THE ENGINEER.
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO LINE IS. SURFACES.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT PROPOSED RETAIINING WALL PER
ACCORDANCE WITH SPECIFICATIONS. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, SDRSD (TYPE PER PLAN)
WITH
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH UNDERGROUND. THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. BY'
` DECORATIVE BLOCK
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 3, NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER WILLIAM IN SUIT DATE
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM HATCHED
AREA REPRESENTS LANDSCAPED
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE AREA
FOR BEST MANAGEMENT PRACTICE NOT
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONVEYED TO AN APPROVED DRAINAGE FACILITY LANDSCAPING TO BE MODIFIED
WITHOUT PERMIT FROM THE
.
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER RpFESSIO CITY. SEE SHEET 2 SECTION B FOR DETAILS.
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE �O
4 �USTIy�q( PROPOSED PCC CONCRETE - THICKNESS 4"
4. EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL e
P S
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED RCE No. 68964 ti�
G 2 WITH 6x6 W2.91W2.9 6" CLASS II BASE
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND o
WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. co
� �` ✓.
ACCORDANCE WITH THE GRADING ORDINANCE. �, � rn
SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED PASCO ENGINEERING INC. w � No. 68964 m GRAVEL
BAGS PER DETAIL C 00000000000
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST 2. FINISH GRADING
AND PLANTING SHALL BE ACCOMPLISHED ON ALL 535 N. COAST HIGHWAY 101, SUITE A a Exp. 12/31/Orf SILT FENCE PER DETAIL B
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION SOLANA BEACH CA,
92074 " ®X X®
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND APRIL 15. S DRAINAGE PIPE
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO PE 1033 T9
CIVIL P
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF CpUIFO
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND WASHOUT S MATERIALS,COVERED STORAGE AREAS FOR CONSTRUCTION
ENTRANCE
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS
OVER A PERVIOUS SURFACE.
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL